During seismic ground shaking, the motion of a soil–pile system is different from that of the
free field due to seismic soil–structure interaction (SSI). Kinematic soil–pile interaction is …

Abstract The Foundation Input Motion (FIM) arising out of kinematic soil‐pile interaction
forms an integral part of the seismic analysis of pile‐supported structures. Several studies in …

Regarding the inadequacy of quantitative measurements of geotechnical aspects for
assessing the behavior of the piled raft with different head connections during seismic …

Traditionally seismic design of structures supported on piled raft foundation is performed by
considering fixed base conditions, while the pile head is also considered to be fixed for the …

This paper presents a study on three-dimensional seismic soil–structure interaction analysis
of a piled-raft (PR) foundation in clay by the substructure approach. Two different pile …

Soil–pile interface conditions during seismic events could cause a severe impact on the
response of deep foundations which is not fully addressed in the previous contributions. To …

Although batter pile foundations are widely used in civil engineering structures, their
behavior under seismic loadings is not yet thoroughly understood. This paper provides …

The effect of topography on the amplification of seismic forces has been considered in
regulations, and they have deemed the use of the seismic force amplification coefficient in …

The role of the seismic soil–pile–structure interaction (SSPSI) is usually considered
beneficial to the structural system under seismic loading since it lengthens the lateral …

Until recently, the behavior of connected piled raft foundation was not fully understood in the
seismically active region due to the complex dynamic soil–pile–foundation structure …